[1]刘仲伟,孙景江,杜轲.高剪跨比剪力墙地震损伤指标研究[J].自然灾害学报,2018,(01):113-119.[doi:10.13577/j.jnd.2018.0114]
 LIU Zhongwei,SUN Jingjiang,DU Ke.Damage index of concrete walls with high shear span ratio[J].,2018,(01):113-119.[doi:10.13577/j.jnd.2018.0114]
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高剪跨比剪力墙地震损伤指标研究
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《自然灾害学报》[ISSN:/CN:23-1324/X]

卷:
期数:
2018年01期
页码:
113-119
栏目:
出版日期:
2018-02-28

文章信息/Info

Title:
Damage index of concrete walls with high shear span ratio
作者:
刘仲伟 孙景江 杜轲
中国地震局工程力学研究所 中国地震局地震工程与工程振动重点实验室, 黑龙江 哈尔滨 150080
Author(s):
LIU Zhongwei SUN Jingjiang DU Ke
Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, CEA, Harbin 150080, China
关键词:
高层建筑地震易损性损伤指标剪力墙剪跨比
Keywords:
high-rise buildingsseismic fragilitydamage indexconcrete wallshear span ratio
分类号:
P315.92;X9
DOI:
10.13577/j.jnd.2018.0114
摘要:
建立结构损伤指标是用一个合理的反应量来定量反应结构的损伤,是建立结构易损性的基础性工作。此前的结构地震损伤指标研究主要集中于框架梁柱,极少有研究涉及剪力墙的地震损伤指标。考虑到高层结构中高剪跨比的剪力墙应用较广,为了研究高层结构的地震易损性,需要建立高剪跨比剪力墙的地震损伤指标。本文根据高剪跨比剪力墙的拟静力实验资料,建立了高剪跨比剪力墙的地震损伤指标,确立了剪力墙破坏程度与损伤指标值之间的关系,并对各个损伤指标的使用范围进行了讨论。
Abstract:
The damage index is a ruler of damage performance level of structure by using a responsible parameter, which is a fundamental study to structure fragility. While the previous studies mainly focus on the seismic damage index of beams and column, few researches have studied the seismic damage index of concrete walls. Actrually, concrete walls with high span ratio is widely used in high-rise buildings, as a result, the study on seismic damage index of high-span-ratio concrete walls should be considered in order to study the seismic fragility of high-rise buildings. Based on the results of pseudo-static experiments on high-span-ratio concrete walls, this paper discussed several indexes and recommonded scope of every index on each performance level. This paper also discussed the advantages and disadvantages of each index.

参考文献/References:

[1] 胡进军. 2016-02-06台湾高雄地震事件[J]. 自然灾害学报, 2016, 25(1):191-192. HU Jinjun. 2016-02-06 Taiwan Gaoxiong Earthquake[J]. Journal of Natural Disasters, 2016, 25(1):191-192. (in Chinese)
[2] Medina, Francisco, Yanev, Peter I., Yanev, Alexander P. Chile-The magnitude 8.8 offshore Maule region Chile earthquake of February 27, 2010:Preliminary Summary of Damage and Enginering Recommendations[R]. Washington, DC:World Bank, 2010.
[3] 章红梅. 剪力墙结构基于性态的抗震设计方法研究[D]. 同济大学, 2007. ZHANG Hongmei. Study on Performance-based Seismic Design Method for Shear Wall Structures[D]. Tongji University, 2007. (in Chinese)
[4] Martin S. Williams, Robert G. Sexsmith. Seismic damage indices for concrete structures:a state-of-the-art review[J]. Earthquake Spectra, 1995, 11(2):319-349.
[5] Lowes, L. N., Lehman, D. E., Birely, A. C., et al. Earthquake response of slender planar concrete walls with modern detailing[J]. Engineering Structures, 2012(43):31-47.
[6] Jose M.V., Vitelmo V.B., Egor P.P. Hysteretic behavior of reinforced concrete structural walls[R]. College of Engineering, University of California, Berkeley, 1979.
[7] Oesterle RG, Fiorato AE, Johal LS, et al. Earthquake Resistant Structural Walls-Tests of Isolated Walls[R]. Skokie, Illinois, USA:Portland Cement Association, 1976.
[8] Oesterle RG, Aristizabal-Ochoa JD, Fiorato AE, et al. Earthquake Resistant Structural Walls-Tests of Isolated Walls-Phase Ⅱ[R].Skokie, Illinois, USA:Portland Cement Association, 1979.
[9] Wang TI, Bertero VV, Popov EP. Hysteretic behavior of R/C framed-walls[R]. Berkeley:University of Calif, 1975.
[10] Oh, Young-Hun, Sang Whan Han, Li-Hyung Lee. Effect of boundary element details on the seismic deformation capacity of structural walls[J]. Earthquake engineering & structural dynamics, 2002, 31(8):1583-1602.
[11] Thomsen, John H., John W. Wallace. Displacement based design of reinforced concrete structural walls:an experimental investigation of walls with rectangular and t-shaped cross-sections:a dissertation[R]. Diss. Clarkson University, 1995.
[12] Pilakoutas, Kypros. Earthquake Resistant Design of Reinforced Concrete walls[D]. Imperial College London (University of London), 1990.
[13] Dazio, Alessandro, Katrin Beyer, Hugo Bachmann. Quasi-static cyclic tests and plastic hinge analysis of RC structural walls[J]. Engineering Structures, 2009, 31(7):1556-1571.
[14] Ghorbani-Renani,I., et al. Modeling and testing influence of scaling effects on inelastic response of shear walls[J]. ACI Structural Journal, 2009, 106(3):358-367.
[15] Liu H. Effect of Concrete Strength on the Response of Ductile Shear Walls[D]. McGill University Montréal, Canada, 2004.
[16] 第九届全国地震工程学术会议——结构分析盲测竞赛[Z]. 2014. The Ninth China National Conference on Earthquake Engineering-Structral Simulation Contest[Z]. 2014.
[17] Park Y.J., Ang H. S. Mechanistic seismic damage model for reinforced concrete[J]. Journal of Structural Engineering, 1985, 111(4):722-739.
[18] Kazaz, Ilker, Polat Gülkan, Ahmet Yakut. Deformation limits for structural walls with confined boundaries[J]. Earthquake Spectra, 2012, 28(3):1019-1046.
[19] Fajfar, Peter. Equivalent ductility factors, taking into account low-cycle fatigue[J]. Earthquake Engineering & Structural Dynamics, 1992, 21(10):837-848.
[20] Hosmer Jr, David W., Stanley Lemeshow. Applied logistic Regression[M]. John Wiley & Sons, 2004.
[21] Loh, Weiyin. Classification and regression trees[J]. Wiley Interdisciplinary Reviews:Data Mining and Knowledge Discovery, 2001, 1(1):14-23.
[22] Fielding, A., C. A. O’Muircheartaigh. Binary segmentation in survey analysis with particular reference to AID[J]. The Statistician, 1977, 26(1):17-28.
[23] Quinlan J R. C4.5:Programs for Machine Learning[M]. Elevier, 2014.
[24] Breiman L, Friedman JH, Olshen RA, et al. Classification and Regression Trees[M]. CRC Press, 1984.
[25] Kim, Hyunjoong, and Wei-Yin Loh. Classification trees with bivariate linear discriminant node models[J]. Journal of Computational and Graphical Statistics, 2003, 12(3):512-530.
[26] Loh, Weiyin. Improving the precision of classification trees[J]. The Annals of Applied Statistics, 2009:1710-1737.
[27] Loh, Weiyin, Yushan Shih. Split selection methods for classification trees[J]. Statistica sinica, 1997, 7(4):815-840.
[28] Y. J. Park, A. H-S. Ang, Y. K. Wen. Damage-limiting aseismic design of buildings[J]. Earthquake Spectra, 1987, 3(1):1-26.

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备注/Memo

备注/Memo:
收稿日期:2017-02-22;改回日期:2017-06-26。
基金项目:国家科技支撑计划(2015BAK17B03);国家自然科学基金(51408563);中国地震局工程力学研究所基本科研业务专项(2016B04,2016A05)
作者简介:刘仲伟(1989-),男,博士研究生,主要从事地震易损性研究.E-mail:fe1999w@163.com
通讯作者:孙景江,男,研究员,博士,主要从事地震工程方面的研究.E-mail:jingjiangsun@sina.com
更新日期/Last Update: 1900-01-01